Bus Stands Management And Development Authority Tender
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Bus Stands Management And Development Authority Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Oct 2022
Closing DateCancelled
Tender Amount₹ 2,45,13,978
Costs
EMD
₹ 2,77,700Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Prefabricated Workshop For Retreading Tyre Plant/garriage At Hrtc Workshop Plant At Rampur Distt- Una Hp
Description
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Contact
Tender Id
2022_BSMDA_66584_5Bid Award Id
ViewTender No
HPBSMDA/EE/(2)/2021 Tenders Vol-IIITender Authority
Bus Stands Management And Development Authority ViewPurchaser Address
-Website
http://http://hpctbsmda.com/page/History
GEM & Bid Advisory Services
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BOQ Items
Supplying and Filling Good earth Under Floors in layers not exceeding 20 cm (Twenty centimeter) in depth, consolidating each deposited layer by mechanical means or ramming and watering, lead up to 500 mtr (Five hundered meter) and lift upto all leads, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1212.39
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (One cement isto two coarse sand isto four graded stone aggregate 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
78.93
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :-1:4:8 (One Cement isto four coarse sand isto eight graded stone aggregate 40 mm (Forty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
56.53
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge: All works upto plinth level (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
197.84
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-
Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge: All works above plinth level upto floor V level (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
6.46
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :-Thermo-Mechanically Treated bars of grade Fe-500D or more, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
32751.7
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level :-Thermo-Mechanically Treated bars of grade Fe-500D or more, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
905.03
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
348.7
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-
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
38.82
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-
Centering and shuttering including strutting, propping etc. and removal of form for:- Suspended floors, roofs, landings, balconies and access platform, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
5.28
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Centering and shuttering including strutting, propping etc. and removal of form for:- Lintels, beams, plinth beams, girders, bressumers and cantilevers, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
228.27
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-
Centering and shuttering including strutting, propping etc. and removal of form for:- Columns, Pillars, Piers, Abutments, Posts and Struts, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
76.56
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Centering and shuttering including strutting, propping etc. and removal of form for:-Edges of slabs and breaks in floors and walls Under 20 cm (Twenty centimeter) wide, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
19.08
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (One cement isto six coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
3.11
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (One cement isto six coarse sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
68.44
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12 mm (Twelve milimeter) thick cement plaster in fine sand of mix 1:6 (One cement isto six fine sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
528.26
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15 mm (Fifteen milimeter) cement plaster in fine sand on the rough side of single or half brick wall of mix 1:6 (One cement isto six fine sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
325.91
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6 mm (Six milimeter) cement plaster of mix : 1:3 (One cement isto three fine sand), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
28.11
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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm (Ten Square meter) over and including priming coat of exterior primer applied @ 2.20 kg/10 Square meter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
854.16
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-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
854.16
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :- Two or more coats on new work, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1644.62
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-
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres, (Fifty meter) including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
748.72
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-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm (Fifty three milimeter to 0.075 mm (Zero point zero seventy five milimeter ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
149.74
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-
Providing and laying Cement concrete pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. making provision for contraction/ expansion, construction & longitudinal joints (10 mm (Ten milimeter) wide x 50 mm (Fifty milimeter) deep) by groove cutting machine complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
112.31
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Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
3743.59
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Panel Shuttering with Steel form work with sturdy M.S. channel sections complete in all respect, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1800.27
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (Zero point fifty milimeter) (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre (Twelve meter) or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) (Five point five into fifty five milimeter) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1644.52
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (Zero point fifty milimeter) (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/ self tapping screws complete :Flashings/ Aprons.( Upto 600 mm), (Six hundred milimeter) including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
189.3
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Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm (Zero point seventy five milimeter) thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H- Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm (Eighty nine milimeter) x 39mm (Thirty nine milimeter ) flange x 11mm (Eleven milimeter) lip in required length as per structural design requirement duly punched with dimple/ slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm (Two hundred fifty milimeter) away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm, (Twenty milimeter) The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm (Twelve milimeter) diameter and 121mm (One hundred twenty one milimeter) length conforming to AISI 304 and 316 at 500mm (Five hundred milimeter) c/c with minimum embedment of 100mm (Hundred milimeter) in RCC (RCC to be paid separately) and located not more than 300mm (Three hundred milimeter) from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
52492.7
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete:Electric resistance or induction butt welded tubes, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
4275.33
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm (Twenty seven point five centimeter) long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm (Eighty into one point twenty five milimeter) M.S. laths with 1.25 mm (One point twenty five milimeter) thick top cover, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
28
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-
Providing and fixing ball bearing for rolling shutters, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
4
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Extra for providing mechanical device chain and crank operation for operating rolling shutters Exceeding 10.00 sqm (Ten Square meter) and upto 16.80 sqm (Sixteen point eighty square meter) in the area, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
28
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-
Providing and fixing polycarbonate sheet sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Pollycarbonate sheet 2mm thick solid type, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
166.32
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-
Providing and Fixing Horizontal G.I Louvers of size as per drawings and as directed by Engineer in Charge complete in all respect, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
15.6
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
520.84
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
319.56
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Providing & Fixing 12 mm (Twelve milimeter) thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. Pre-laminated particle board with decorative lamination on both sides, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
13.65
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-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm (Five milimeter) thickness (weight not less than 12.50 kg/ sqm), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
74.24
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Providing and fixing ISI marked flush door shutters conforming to IS :- 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
11.55
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-
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS :- 2046 Type S, including cost of adhesive of approved quality. 1.0 mm (One point zero milimeter) thick, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
23.1
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Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :- 300X16, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
7
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS :- 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 250x10 mm, (Two hundred fifty into ten milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
7
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-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 150x10 mm, (One hundred fifty into ten milimeter) including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
18
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-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :- 125 mm, (One hundred twenty five milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
14
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :- 100 mm, (One hundred milimeter), including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
18
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-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
7
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-
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : -3564, embossed on the body, door weight upto 35 kg (Thirty five kilogram) and door width upto 700 mm, (Seven hundred milimeter) with necessary accessories and screws etc. complete. including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
4
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-
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres, (Fifty meter) including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
368.92
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge:-With material conforming to Grade-I (size range 75 mm (Seventy five milimeter) to 0.075 mm(Zero point zero seventy five milimeter) having CBR Value-30, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
55.34
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-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm (Fifty three to 0.075 mm (Zero point zero seventy five milimeter ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
340.91
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-
Providing and laying factory made chamfered edge Cement Concrete Paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm (Fifty milimeter) thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 100 mm (Hundred milimeter) thick C.C. paver block of M-30 grade with approved color design and pattern, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
368.92
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Providing, Laying, Jointing and testing supreme/Astral or Approved Equivalent make uPVC pipe and special SN - 8 for under ground Sever system as per IS - 15328, complete in all respects. 160 mm (One hundred sixty milimeter) dia uPVC SN - 8, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
35
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Providing, Laying, Jointing and testing supreme/Astral or Approved Equivalent make uPVC pipe and special SN - 8 for under ground Sever system as per IS - 15328, complete in all respects. 200 mm (Two hundred milimeter) dia uPVC SN - 8, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
73
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-
Providing and laying cement concrete 1:5:10 (One cement isto five corase sand Ten graded stone aggrigate forty milimeter) nominal size mix around 150mm (One hundred fifty milimeter) dia UPVC pipes including bed concrete 150 mm (One hundred fifty milimeter) thick as per standard design including cost of shuttering work, material, labour, machinery, T&P, Electrical & water arrangements, sampling, testing, and other required accessories etc. complete in all respects with 100% completion of the job as per directions of Architect/Employer, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
10
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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm (Three hundred into three hundred milimeter) size (inside) the weight of cover to be not less than 4.50 kg (Four point fifty kilogram) and frame to be not less than 2.70 kg (Two point seventy kilogram) as per standard design:- 100x100 mm (One hundred into one hundred) size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1
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Constructing brick masonry manhole in cement mortar 1:4 ( One cement isto four coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (One cement isto 1.5 (One point five) coarse sand (zone- III) isto three graded stone aggregate 20 mm (Twenty milimeter) nominal size, foundation concrete 1:4:8 mix (One cement isto four coarse sand (zone- III) isto eight graded stone aggregate 40 mm (Forty milimeter) nominal size, inside plastering 12 mm (Twelve milimeter) thick with cement mortar 1:3 (One cement isto three coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (One cement isto two coarse sand isto four graded stone aggregate 20 mm (Twenty milimeter) nominal size finished with a floating coat of neat cement complete as per standard design :- Inside size 90x80 cm (Ninty into eighty centimeter) and 45 cm (Forty five centimeter) deep including C.I. cover with frame (light duty) 455x610 mm (Four hundred fifty five into six hundred ten milimeter) internal dimensions, total weight of cover and frame to be not less than 38 kg (Thirty eight kilogram) (weight of cover 23 kg (Twenty three kilogram )and weight of frame 15 kg) (Fifteen kilogram) :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
7
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Extra for depth for manholes : Size 90x80 cm (Ninty into eighty centimeter) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
1.2
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Providing orange colour safety foot rest of minimum 6 mm (Six milimeter) thick plastic encapsulated as per IS -: 10910, on 12 mm (Twelve milimeter) dia steel bar conforming to IS:- 1786, having minimum cross section as 23 mmx25 mm (Twenty three milimeter into Twenty five milimeter )and over all minimum length 263 mm (Two hundred sixty three milimeter) and width as 165 mm (One hundred sixty five milimeter) with minimum 112 mm (One hundred twelve milimeter) space between protruded legs having 2 mm (Two tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail milimeter)length on 138 mm (One hundred thirty eight milimeter) as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm (Thirty into twenty into fifteen centimeter) cement concrete block 1:3:6 (One cement isto three coarse sand isto six graded stone aggregate 20 mm (Twenty milimeter) nominal size complete as per design, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
10
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm (Five hundred sixty milimter) internal diameter, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
2
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (One cement isto four coarse sand) C.I. cover with frame (light duty) 455x610 mm (Four hundred fifty five into six hundred ten milimeter) internal dimensions, total weight of cover with frame to be not less than 38 kg (Thirty eight kilogram) (weight of cover 23 kg (Twenty three kilogram) and weight of frame 15 kg (Fifteen kilogram), R.C.C. top slab with 1:1.5:3 mix (One cement isto 1.5 Fine sand isto three graded stone aggregate 20 mm (Twenty milimeter) nominal size), foundation concrete 1:5:10 (One cement isto five fine sand isto ten graded stone aggregate forty milimeter) nominal size, inside plastering 12 mm (Twelve milimeter) thick with cement mortar 1:3 (One cement isto three coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. Inside dimensions 600x 850 mm (Six hundred into eight hundred fifty milimeter) and 45 cm (Forty five centimeter) deep for pipe line with three or more inlets :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.
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